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Recycling Treated Municipal Wastewater for Industrial Water Use

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5.5 Storage System Costs<br />

TM3: Recycled <strong>Wastewater</strong> System Components and Costs<br />

<strong>Recycling</strong> <strong>Treated</strong> <strong>Municipal</strong> <strong>Wastewater</strong> <strong>for</strong> <strong>Industrial</strong> <strong>Water</strong> <strong>Use</strong><br />

Reclaimed water storage is defined as the difference in the diurnal demand and<br />

wastewater flow. While most WWTPs have a consistent diurnal pattern that varies<br />

during the weekdays and weekend, reclaimed water demand will vary with the<br />

customer or set of customers. For this study, it is assumed that 50% of the water<br />

volume produced per day will be stored. Additional storage that may be required by<br />

individual customers and located at the customer’s sites was not considered in this<br />

analysis.<br />

Storage is assumed to be provided in an underground concrete tank, <strong>for</strong> which the<br />

unit cost of construction is estimated to be $1.70/gallon of the storage. As indicated in<br />

Figure 7, the capital cost of storage is $850,000 per mgd of the annual average<br />

reclaimed water demand. When included into the cost of service, storage adds about<br />

20 cents to the total system cost to produce 1000 gallons. Storage costs equate to about<br />

20% of the cost of service <strong>for</strong> a 2 mgd supply pumped 5 miles.<br />

Capital Cost, $Million<br />

30<br />

25<br />

20<br />

15<br />

10<br />

5<br />

0<br />

0 5 10 15 20 25 30<br />

Reclaimed <strong>Water</strong> Flow/Demand, mgd<br />

Figure 7. Storage Capital Costs<br />

5.6 Alternative <strong>Water</strong> Reuse System Costs<br />

5.6.1 Overview<br />

Six levels of reclaimed water quality were evaluated to estimate the costs to treat and<br />

distribute reclaimed water to a range of industries. The costs were developed with the<br />

same cost model used to establish the base system costs. The treatment process train<br />

was the only system component modified from the base system to estimate the<br />

alternative water quality supply costs.<br />

<strong>Water</strong> quality classifications are defined by the additional treatment provided over<br />

the base system and are referred to as Tertiary 1, 2, 3, or 4. There are three Tertiary 4<br />

classifications, each dependent on which process follows reverse osmosis: granular<br />

activated carbon (GAC), ion exchange (IE), or ultraviolet radiation (UV) with or<br />

without hydrogen peroxide (H2O2).<br />

Craddock Consulting Engineers 35<br />

In Association with CDM & James Crook<br />

TM3-Component&Costs_0707

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